Simulation Analysis on Tension and Deformation of Composite Soil Nailing

Abstract:

For studying the mechanism of the composite soil nailing, this paper applies FLAC-3D to simulate pure soil nailing, soil nailing-soil anchor, soil nailing-micro pile-soil anchor. The analytical results as follows: (1)Because of the anchoring of the anchor, the axial tension of soil nailing in each row is much smaller than the one in the pure soil nailing supporting, and the tension of soil nailing which are closed to soil anchor decreases obviously. (2)The extrusion action of prestressed anchor makes the potential slip surface backward shifts and the sliding radius increases, which is better for the stability of foundation pit side (3)Micro-pile increases the strength of the soil in a certain range and improves the initial stress field before the excavation. (4)The inner force of the whole soil nailing and the prestress anchor declines but the drop is not large after the establishment of the micro-pile support in advance. (5)Prestressed anchor and micropile play a very important role in controlling the deformation of foundation pit.

• Periodical: Applied Mechanics and Materials (Volumes 405-408)
• Pages: 182-186
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.405-408.182
• Online since: September 2013
• Authors: Yan Lin Zhao, Hao Bin Zhang, Qing Pan Zhu, Dong Chen
• Keywords: Composite Soil Nailing, Micro-Pile, Numerical Modeling, Prestressed Anchor

References

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[3] Guangzhi Zhu: China Water Transport Vol. 8(2008), p.66.

[4] Zhongcheng Wu, Liansheng Tang and Xiaogang Liu: Chinese Journal of Rock Mechanics and Engineering Vol. 26(2007), p.2974.